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Jda:(1201.(151 VERW BOYETT RES. / F6 ` AIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRt6 LRYOUl <br /> ',OP CHOROCHORO 4x2 OF-, 119at. SEE HIB-9I SECT 13.2 FOR RGOITIONRL 8RAC(NG REQUIREMENTS. <br /> BOT CHORD 4x2 OF-L eliBet. <br /> WEBS 9x2 OF•L Stondord :W19 4x2 OF-L Rli$et.: MAX JT VERT OEFL- LL: 0,69' OL: 0.26- RECOMMENDED CAMBER 3/6' <br /> PLATES DES:GNEO FOR GREEN LUMBER PER NDS-97 TABLE 7.3.3. IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC 0 72.00"OC <br /> TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. DEFLECTION MEETS L/360,60 LIVE HND L/290.00 TOTAL LORD. <br /> Z•6"�. <br /> 14'6- 11'10" <br /> } <br /> 10'10"8 <br /> e <br /> } <br /> ----2'11-4 2'6"12 2'6-12 2'6"12—2'r-"12 2'0"8�—2'G"12 I'8" 3'5"B 2,10"8 ' <br /> f <br /> W5X5 W2XG W2X6 W-W3X4 W4X6 W-W3X4 HS824 W2X3(R1 (OL) E. <br /> i W6X12 V6XIO W4X5 W2X6 WGX8 W2XG W2X6(OL) 3 <br /> LO I <br /> 1'3- Ll�B <br /> t ! N4 9. <br /> W6%!O W4x5 W-k52512 <br /> HS522 W-HS2512 W6X8 H6522 W6X12 <br /> 26'4' r <br /> ----2'11"4 -»+ 5'1"8 5'1"8 2'11"4 4'5-12 5'S"4 q, <br /> f <br /> R-144Id W-3"B R+1443# W-3"B <br /> DEC F = <br /> PLT. TYP, -W5E0 16932 <br /> RVE_TP195/R UBC QTY= I TOTRL= 1 REV, 19.50 SCALE =0.12841 <br /> 693 <br /> ■►WRRNINGz- TRUSSES REQUIRE EXTREME CARE IN FR8RILRTING HANDLING SHIPPINGL INSTRLLIN �N T C LL O.O PSF REF <br /> AND BRRLING- REFER TO HIB-91 (HANDLING INSTALLING AND 6RRCING), �UBLISHED 6Y TPI (TRU 5 ���� Q S/p �Ifi <br /> PRIOR TOTE SPERFORMING3THESEOFUNCTOR.IONSL.SUITE UNLESSObTHERWSSE'INDICATEDS)TOPRSi FCHORDTSHALLLCHRYE ' r M(/�F <br /> TRUSS PROPERLY ATTACHED STRUCTURAL PANELS RNO BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI -g~;'�� cS�-:'fG�' TC DL 10. 0 PSF DATE 01 -03-2002 <br /> CEILING. --IMPORTF)NTit FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. � :� No. 9y.M= BC DL 5.0 PSF DRUG <br /> ENGINEERING DESIGN:ALPINE EANYNFAILURELTOOBU14DITHE TRUSSESNC. SHALL DINBCONFORMANCELWITHRTPIY ORVFR8ROICRTING N FROM THIS _M;Q 35i72 A <br /> HANDLING, SHIPPING, INSTRLLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APLICRBLE *t, m * BC LL 0 . 0 P S F <br /> 477 Z e F F R Oa d PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO E�,09l301O3 <br /> PPPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MAOE'OF 20GS RSTM A653 GR40 GALY. STEEL1�p 'si TOT.LD. 55.0 PSF D/R LEN. 260008 <br /> Modesto, CR 95351 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED D .moi ' <br /> THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWINO INDICATE �6j Y•T'1"' <br /> (2091 527-6387 ' " " ��� <br /> ACCEPTANCE DESIGN, <br /> PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT �/pH7+/�IC}AE,`F`5`t���� OUR:.FRC. <br /> QESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR RNY PRRTICULRR BUILOING SPACING 2 4.D" <br /> TH R P N TY F THEN N R P R /TP T N TYPE 42 <br />